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Home My WebLink AboutApproved PlansLEVEL 2 ALTERATION 1 4 FLORIDA BUILDING CODE ------- ------------------ 8 O 1 - ... - -' GENERAL 8 0 3 BUILDING ELEMENTS AND MATERIALS 8 O STRUCTURAL ELECTRICAL 8 1 1 ENERGY CONSERVATION THE LEVEL OF WORK SHALL INCLUDE THE FOLLOWING: FORM E POUR NEW CONCRETE SLAB FRAME NEW WOOD WALLS W/ STUDS a 16" O/C INSTALL NEW ELECTRICAL CIRCUITS INSTALL ALL FLOORING PAINT, TILE t TRIM WORK GENERAL NOTES -CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES -CONTRACTORS TO VERIFY ALL LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION -REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ ANY WORK - DUROCK IS TO 5E USED IN ALL DAMP LOCATIONS - PROVIDE PLUMBING ACCE66 PANELS TO ALL SLIP JOINT CONNECTIONS -ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY IS TO BE PRESSURE TREATED -THE DESIGN AND CONSTRUCTION OF ALL ELEMENTS CONCERNING THIS ELECTRICAL INSTALLATION WILL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE 2008 EDITION, AS WELL AS THE LOCAL AMENDMENTS TO THE N.E.C. - ALL FRAMING (WALLS t ROOF) LUMBER TO HEMFIR Fb 1000 MINIMUM I I SHOWER HEAD ' I PORCH I EXISTING I I I I � I I - ...: ........ D/w KITCHEN I EXISTING O MORNING ROOM e ' EXISTING e � o DINING ROOM EXISTING I REF I LtL O oo GAB'T i POOL Ql11PMENT O AHJ •I BATH *TWO I IN I WlH ON ATTIC EXISTING ----- PAN IN � I �Tlc I ATRIUM I , POWDER Ext TING w ROOM i EXISTING BEDROOM *TWO ' EXISTING O REMOVE EXISTING FRAME r WALLS SHOWN DASHED , p �� .. WASHER DRYER I REMOVE EXISTING CLOSET STORAGE\ ;REMOVE EXISTING LAUNDRY SWING DOOR \ STUDY .. REMOVE EXISTING BUILT-INS EXISTING ' 100 AMP 200 AMP, • REMOVE EXISTING \' - EXISTING EXISTING ELECTRICAL PANELS FRAME WALL SHOWN , ELECTRICAL DASHED I METER -- --. _- _ RELOCATED EXISTING i - CENTRAL VACUUM CANISTER i EXISTING A/C UNIT 01 GOODMAN MANUFACTURING CO. � M/N: GSXI6O361FA I I I . TWO BAY GARAGE W/ CART I EX15TING I I ' I I ------------------- ------------------- b i I J 9 DEMOLITION 1/4" = 1'-0" PLAN AREA CALCULATIONS TOTAL AREA UNDER ROOF WALL LEGEND Q EXISTING 8" C.M.U. WALL Q EXISTING 2" X 6" FRAME WALL O EXISTING 2" X 4" FRAME WALL PROPOSED 8" G.M.U. WALL ® PROPOSED 2" X 8" FRAME WALL PROPOSED 2" X 6" FRAME WALL ® PROPOSED 2" X 4" FRAME WALL AREA CALCULATIONS TOTAL AREA UNDER ROOF 4 8 5 4 SQFT TOTAL A/C AREA 3 3 2 9 SQFT TOTAL NON A/C AREA 1 5 2 5 SQFT ENTRY 1 9 8 SQFT GARAGE l 0 3 SQFT LANAI 510 SQFT OWNER'S PORCH 1 1 4 SQFT OTHER AREAS POOL HOUSE 5 3 2 SQFT KELLY E 'KELLY ARCHITECTS IS NOT RESPONSIBLE FOR A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFOR8EEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT ANY d ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER uONCEAIED FASTENERS OR ATTACHMEJ ARE THE RESPONSIBI M OF THE CONTRACTDR OF EM Y HLSE PLANS ANN ALL PROPOSED ARE SUBJECT TO ANY CORRECTI REQUIRED BY FIELD INSPECTORS MAYBE NECESSARVN ORDER. COMPLY NRTH ALL APPLICABLE C( ['10 t_ LUC11�rnNc AaVisior REV( INID FOR CO, IAXCE RE.VIE4AND LlU DATE PLANRMIT MUST BE KEPT ON OR NO INSPECTION IVILL B£ MADE, DRAWING INDEX --- --- - - ---------. - ------ SHEET wi DEMOLITION PLAN SHEET 02 FLOOR PLAN FOUNDATION PLAN ELECTRICAL PLAN SHEET 03 FRAMING PLAN SECTIONS Q Q O J LL z f W J W Z J mm J 0 z a) O N 0 1 6 JAN 1 l O 16 - 51 1 l 0 OF THREE -----• --•-------•-----------•---------•-----•-------------- i ------ --------- SHOWER ❑ HEAD I PORCH EXISTING I ATRIUM EXI TING MORNING ROOM EXISTING 00 O AHU •I \ BATH *TWO IN ` ATTIC i EXISTING 13'-0 BEDROOM "TWO EXISTING EXISTING ELECTRICAL METER -- --- SII EXISTING A/C UNIT 01 GOODMAN MANUFACTURING CO. M/N: GSXI60361FA li I D/W , KITCHEN EXISTING ®0O ---------------------------- W/14 . . ----- --' W/1-I ON PAN IN POWD q ', ROOM m EXISTING co O BROOM'! ro 3 1/2" cAB T 5l-91/2" i MUD ROOM WASHER 4 I. 18° IFI lo' -O" cLG (j o DINING ROOM EXISTING i REF I L I I ER I I C BU14T IN 8'-5 1/2' — x I j 5E4C W/ ---- - ---___-.-. --- 4 H069 S 4 LAUNDRY o a� O 9 -O CLc — O 4" X 4" P.T. WOOD POS 0 I Q CU1�B ES EXISTING 8" Irc 0 EXISTING 2" i K¢Y EXISTING 2" X 4" FRAME WALL DfLOP PROPOSED 8" C.M.U. WALL OUNT Iii PROPOSED 2" X 8" FRAME WALL TOTAL NON A/C AREA PROPOSED 100 AMP 200 AMP EXISTING ELECTRICAL PANELS - --------------- ---- -------------------- -------------------- -1 ---------------------- .......................... BUILT-INS - RELOCATED CENTRAL VACUUM iCANISTER A – i 3 TWO BAY GARAGE W/ CART EXISTING STUDY EXISTING FLOOR 1/4" = 11-011 PLAN AREA CALCULATIONS EXISTING WALL LEGEND Q EXISTING 8" C.M.U. WALL 0 EXISTING 2" X 6" FRAME WALL 4 8 5 4 SOFT EXISTING 2" X 4" FRAME WALL + 2 2 SOFT PROPOSED 8" C.M.U. WALL TOTAL NON A/C AREA PROPOSED 2" X 8" FRAME WALL TOTAL NON A/C AREA PROPOSED 2" X 6" FRAME WALL ® PROPOSED 2" X 4" FRAME WALL AREA CALCULATIONS EXISTING REVISIONS EXISTING SINGLE POLE SWITCH TOTAL AREA UNDER ROOF 4 8 5 4 SOFT UNCHANGED TOTAL AREA UNDER ROOF 4 8 5 4 SOFT TOTAL A/C AREA 3 3 2 9 SOFT + 2 2 SOFT TOTAL A/C AREA 3 3 5 1 SQFT TOTAL NON A/C AREA 1 5 2 5 SQFT - 2 2 SQFT TOTAL NON A/C AREA 1 5 0 3 SQFT ENTRY 1 9 8 SQFT ------------ -------------- ENTRY 19 8 SQFT 9 GARAGE -103 SQFT ------------ - 2 2 SQr-T GARAGE 6 8 1 SQFT 500 LANAI 5 1 0 SQFT ------------ -------------- LANAI 5 1 0 SQFT DRYER OWNERS PORCH 1 14 SQFT ------------ -------------- OWNER'S PORCH 1 14 SQFT 6 2 3 6 2 FIRST 10 KW o 100% ------------- 000 REMAINDER g 40% OTHER AREAS ----------- ------------- OTHER AREAS 9 4 5 POOL HOUSE 5 3 2 SQFT ------------ -------------- POOL HOUSE 5 3 2 SQFT POOL PUMP FOUNDATION FLAN 1/411 = 11-011 :• , •; I -9 -J—�—- —�i; --- ' •. 3 • . ; a O' O" F.F.E. ; • • 8" LONG 05 DOWEL DRILLED 4 EPDXIED INTO EXISTING • -' -�`" 21 ` 2 FOUNDATION 4 EXTENDING o' I INTO NEW SLAB, SEE SLAB REPAIR DETAIL THIS SHEET .... ....... ; ----...``, —TOP EXISTING SLAB W/ 4" CONCRETE TO MATCH EXISTING 0'41 F.F.E. LIVING AREA I I L--------- , A > 3 3 TYPICAL FOR ALL CONCRETE (3,000 P.S.I. CONCRETE) 4" THICK CONCRETE SLAB W/ 6" X 6" 10/10 W.W.F, OR FIBERMESH OVER VAPOR BARRIER OVER CLEAN, COMPACTED AND TERMITE TREATED SOIL (2,500 P.S,F. SOIL) DOWEL NEW SLAB TO EXISTING SLAB WITH 1/4" x 3" TAPCONS 612" O.G. STAGGERED W/ I" MIN. EMBEDMENT INTO EXISTING SLAB 4" THICK 3,000 P.S.I. MINIMUM FIBERMESH CONCRETE If EXISTING SLAB NEW SLAB 6 MIL. VAPOR BARRIER ON 2,500 P.S.I. COMPACTED 4 TERMITE TREATED SOIL SLA5 REPAIR DETAIL 3/4" = 1'-O" LESS THAN 24" DOWEL NEW SLAB TO EXISTING W/ 8" LONG •5 BAR DOWELED 4 EPDXIED INTO EACH a 12" O.C, 4" THICK 3,000 MINIMUM FIBERMESH CONCRETE EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2,500 P.S.I. COMPACTED 4 TERMITE TREATED SOIL SLAT REPAIR DETAIL 3/4" = I' -O° GREATER THAN 24" ELECTRICAL 1/4" = 1'-O" PLAN EXISTING I EXISTING ELECTRICAL TO ' ELECTRICAL TO ; REMAIN UNLESS REMAIN UNLESS _ - NOTED OTHERWISE NOTED OTHERWISE •q1T- - ICOD i EXISTING OUTLETS ON THIS WALL TO REMAIN UNCHANGED CFFI I � EXISTING ELECTRICAL METER LOCATION 100 AMP 200 AMP SHOWN ON FLOOR I EXISTING ELECTRICAL PANELS44" VERIFY Gn PLAN, SEE THIS SHEET----fzFl LOCATION - --_ —W/ OWNER—,µ ICENTRAL VACUUM "„ EXISTING (VERIFY LOCATION WP ELECTRICAL TO W/ OWNER) REMAIN UNLESS • NOTED OTHERWISE L--------------------------- ELECTRICAL LEGEND PROVIDE ARC -FAULT INTERRUPTOR PROTECTION 4 TAMPER-RESISTANT RECEPTACLES THROUGHOUT THE RENOVATED AREAS VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO INSTALLATION, OWNER SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLES 4 WIRING NO NEW N-V.A.C, FIXTURES OR EQUIPMENT ARE TO AE ADDED, ALL I-1.V.A-C, IS EXISTING LOAD CALCULATIONS GENERAL LIGHTING A 3 WATTS/SQFT .J 4 854 SQFT DUPLEX RECEPTACLE $ SINGLE POLE SWITCH V THREE WAY SWITCH 44" DUPLEX RECEPTACLE MOUNTED ABOVE CABINET GF1 DUPLEX RECEPTACLE GROUND FAULT INTERRUPT WP (D DUPLEX RECEPTACLE WEATHER PROOF C CEILING MOUNTED FIXTURE RECESSED ELECTRICAL NOTES PROVIDE ARC -FAULT INTERRUPTOR PROTECTION 4 TAMPER-RESISTANT RECEPTACLES THROUGHOUT THE RENOVATED AREAS VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO INSTALLATION, OWNER SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLES 4 WIRING NO NEW N-V.A.C, FIXTURES OR EQUIPMENT ARE TO AE ADDED, ALL I-1.V.A-C, IS EXISTING LOAD CALCULATIONS GENERAL LIGHTING A 3 WATTS/SQFT .J 4 854 SQFT 14 562 REFRIGERATOR 1 5 0 0 WINE COOLER 1 500 MICROWAVE 2 000 3 SMALL APPLIANCES a 1500 EACH 4 500 DISHWASHER 1 500 OVEN 1 2 000 EXHAUST HOOD 500 WATER NEATER 19 4500 EACH 9 000 TOILET EXHAUST FAN o 500 EACH 2 000 PADDLE FAN a 150 EACH 4 500 DISPOSAL 1 000 WASHER 18 0 0 DRYER 5 000 CENTRAL VACUUM 1 000 SUMMARY OF GENERAL LOADS 6 2 3 6 2 FIRST 10 KW o 100% 10 000 REMAINDER g 40% 20 "345 FIRST 10 KW a 100 30 9 4 5 AHU 01 W/ HEAT STRIP 9.96 KW 11 1 3 6 AHU 02 W/ HEAT STRIP 9.96 KW 1 1 1 3 6 POOL PUMP 2 5 0 0 IRRIGATION PUMP 2 50 0 SUMMARY OF CONTINUOUS LOADS 21 2 1 2 SUMMARY OF DIVERSIFIED 5 8 2 1 1 4 CONTINUOUS LOADS SERVICE VOLTAGE 2 4 2, 5 1 120/240 V SINGLE PHASE EXISTING PANEL SIZES ONE - 2 0 0 AMP ONE - 1 0 0 AMP 1zm 1 6 JAN I 1 I6-15111 2 OF THREE SIMPSON LTS20 AT EACH TRUSS FASTENED W/ (12) IOd X 1-1/2" TWO - 1.15" X 11.25" — LVL BEAMS 5/8" DRYWALL CEILING SHOWN IN FOREGROUND SIMPSON BC4 CAP - FASTENED TO BEAM W/ (6) 16d t TO POST W/ (6) 16d LAUNDRY P.T. 4" X 4" WOOD POST BURIED IN WALL SIMPSON ABU44Z POST BASE W/ 5/8" DIAMETER WEDGE p ANCHOR TO SLAB t 1 (12) 16d NAILS TO POST - iq DOWEL NEW SLAB INTO —1 EXISTING, SEE DETAIL SHEET 02 EXISTING I I n� �ailtl 1/2" = V -O° 13 I TRUSSES GARAGE NEW 2" X 4" FRAME WALL WITH R-11 BATT INSULATION d 1/2" DRYWALL ON EITHER SIDE SECTION 2 0 z ul u <Y O $ 'SON LTS20 AT EACH TRUSS 4" X 4" POST W/ SIMPSON BC4 sT CAP e ABU44Z BASE (TYPICAL =ACH END OF LVL BEAM - 115" X 11.25" LVL BEAMS LVL BEAM ALLOWABLE LOAD: 1.15" X 11.25" WITH SPAN 9 5' LIVE LOAD = 629 PLF (EACH) OR 1258 PLF (BOTH) TOTAL LOAD = 169 PLF (EACH) OR 1538 PLF (BOTH) rE,/4 PSON LTS20 AT CH TRUSS FASTENED (12) IOd X 1-I/2" FRAMING 1411 = 11-011 FLAN ts, POST SECTION 1/2 - 1-O 11 d)" w Lu H � Q z n f w H N Lu z J z WALL LEGEND Q EXISTING 8" G.M.U. WALL O0 EXISTING 2" X Co" FRAME WALL C== EXISTING 2" X 4" FRAME WALL O 1 FEB PROPOSED 8" C.M.U. WALL EXISTING PROPOSED 2" X 8" FRAME WALL r--71 PROPOSED 2" X 6" FRAME WALL ® PROPOSED 2" X 4" FRAME WALL ts, POST SECTION 1/2 - 1-O 11 d)" w Lu H � Q z n f w H N Lu z J z ill O0 C4 REYISIONSo O 1 FEB 1 1 EXISTING TRUSSES R-38 BATT IF IQI INSULATION - - �- - DRYWALL - ��— 1-3/4" DRYWALL CEILING CEILING TWO - 1.15" X 11.25" SIMPSON BC4 CAP Q LVL BEAMS N 5C4 CAP Q NOTCH TO FIT FASTENED TO BEAM DRYWALLW/ TO BEAM UNDER EXISTING5/8 (6) lbd < TO POST CFASTE�ED CEILING 16d i TO POST DBL TOP PLATE W/ (6) Ibd I(od p I (� MUD = ROOM Q LAUNDRY p DINING z �r _ ROOM lu Q O O 0 P.T. 4" X 4" " P.T. 4" X 4"— i WOOD WOOD POST WOOD POST BURIED IN BURIED IN Q WALL WALL Q p SIMPSON ABU44Z POST BASE W//8" QI DIAMETER WEDGE ANCHOR TOS AB t (12) Ibd NAILS TO POST ts, POST SECTION 1/2 - 1-O 11 d)" w Lu H � Q z n f w H N Lu z J z O 16 JAN 1 1 1 6- 1 51 1 1 3 OF THREE ill O0 C4 REYISIONSo O 1 FEB 1 1 O 16 JAN 1 1 1 6- 1 51 1 1 3 OF THREE I EXISTING SIMPSON TS20 AT EACH TRUSS TWO - 1.15" X 11.25" LvL BEAMS 5/8"'DRYWALL:::::::::::: CEILING SHOWN IN FOREGROUND SIMPSON BC4 CAP J LAUNDRY I P.T. 4' X 4" WOOD POST BURIED IN WALL SIMPSON ABU44Z POST BASE DOWEL SLAB INTO EXIST[ SEE DETAIL SHEET 02 — EXISTING 0 TRUSSES a IBEAM SECTION " - " v2 _ 1i-0 8'-5 B SIMPSON LTS20 AT EACH TRUSS P.T. 4" X 4" POST W/ SIMPSON 5C4 POST CAP E ABU44Z BASE (TYPICAL AT EACH END OF LVL SEAM TWO - 1.15" X 11.25" LVL BEAMS LVL BEAM ALLOWABLE LOAD: 1.15" X 11.25" WITH SPAN 6'3' LIVE LOAD = 629 PLF (EACH) OR 1258 PLF (BOTH) TOTAL LOAD - 169 PLF (EACH) OR 1538 PLF (BOTH) 0 FRAMING PLA 1/4" = 1'-O" WALL LEGEND Q 77— f2 EXISTING 8" C.M.U. WALL w EXISTING 2" z I� z X 4" FRAME WALL 5 B" C.M.U. WALL W u PROPOSED 2" X 8" FRAME WALL W u PRO OSED 2" X 6" FRAME WALL (? PROPOSED 2" X 4" FRAME WALL NEW 2" X 4" ABU44Z — POST BASE FRAME WALL 0 WITH R-11 BATT INSULATION t I/2" DRYWALL ON EITHER SIDE a IBEAM SECTION " - " v2 _ 1i-0 8'-5 B SIMPSON LTS20 AT EACH TRUSS P.T. 4" X 4" POST W/ SIMPSON 5C4 POST CAP E ABU44Z BASE (TYPICAL AT EACH END OF LVL SEAM TWO - 1.15" X 11.25" LVL BEAMS LVL BEAM ALLOWABLE LOAD: 1.15" X 11.25" WITH SPAN 6'3' LIVE LOAD = 629 PLF (EACH) OR 1258 PLF (BOTH) TOTAL LOAD - 169 PLF (EACH) OR 1538 PLF (BOTH) 0 FRAMING PLA 1/4" = 1'-O" Z T�EXISTINGI TRUSSES 5/8" J 11-3/4" DRYWALL CEILING 81MIOSON 6C4 CAP MUD ROOM � v z J I U m 0 O SIMPSON TWO' -%'Q5" X 11.25" SIMPSON LVL BE4t* BC4 CAP 5/8 DRYWALL CEILING P.T. 4" X 4" WOOD POST BURIED IN WALL SIMPSON ABU44Z POST BASE i='OST 3 1/2" - 1'-0" WALL LEGEND Q EXISTING 8" C.M.U. WALL w EXISTING 2" X 6" FRAME WALL I� EXISTING 2" X 4" FRAME WALL PROPOSED B" C.M.U. WALL ® PROPOSED 2" X 8" FRAME WALL PRO OSED 2" X 6" FRAME WALL ® PROPOSED 2" X 4" FRAME WALL Z T�EXISTINGI TRUSSES 5/8" J 11-3/4" DRYWALL CEILING 81MIOSON 6C4 CAP MUD ROOM � v z J I U m 0 O SIMPSON TWO' -%'Q5" X 11.25" SIMPSON LVL BE4t* BC4 CAP 5/8 DRYWALL CEILING P.T. 4" X 4" WOOD POST BURIED IN WALL SIMPSON ABU44Z POST BASE i='OST 3 1/2" - 1'-0" R-38 BATT INSULATI01 5/a" —I 1-3/4 DRYWALL CEILING —NOTCH TO FIT UNDER EXISTING DBL TOP PLATE DINING � v ROOM � U 0 SECTION I6 Jo O I6-15111 a OF THREE w u ,a F.T.4" X 41` WOOD POST BURIED IN WALL SIMPSON ABU44Z — POST BASE R-38 BATT INSULATI01 5/a" —I 1-3/4 DRYWALL CEILING —NOTCH TO FIT UNDER EXISTING DBL TOP PLATE DINING � v ROOM � U 0 SECTION I6 Jo O I6-15111 a OF THREE